HomeMy WebLinkAboutFL22513_R2_AE_514010/revisionL. Roberto Lomas P.E.
1432 Woodford Rd.Manufacturer:Masonite
Lewisville, NC 27023 Report #:514010
434-688-0609 Date:
rllomas@lrlomaspe.com
Test Report:N/A
Product:Single door 3' x 6'8" (Wood Frame)
Scope:
Anchor capacity in shear condition:
Solid members w/ & w/out gap:
a.With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012, TR12)
Nominal diameter:D:0.190 in Gap:g:0.0000 in
Root diameter:Dr:0.152 in Moment arm:0.0000 in
Minimum required penetration:p:1.140 in Screw bending yield strength:Fyb =80,000 psi
Side member:Douglas Fir-Larch (G=0.50)Main member:Spruce-Pine-Fir (G=0.42)
Side member thickness:ts =1.000 in Main member thickness:tm =1.500 in
Side member dowel bearing strength:Fes =4,650 psi Main member dowel bearing strength:Fem =3,350 psi
Side member dowel bearing length:ls =1.000 in Main member dowel bearing length:lm =1.140 in
qm =636.5 lbs/in qs =884 lbs/in A:0.0007 A:0.00096 A:0.00107 A:0.0014
P =725.61 lbs P =884 lbs B:1.07 B:0.57 B:0.5 B:0.000
KD =2.400 KD =2.400 C:-427.67 C:-253.62 C:-267.7 C:-93.6
Zm=302 lbs Zs=368 lbs P =331 lbs Ms =46.8 in-lbs Mm =46.8 in-lbs
KD =2.400 P =297 lbs P =319 lbs P =263 lbs
Min. Design value:Z=110 lbs Z=138 lbs KD =2.400 KD =2.400 KD =2.400
Duration Factor:CD =1.6 Z=124 lbs Z=133 lbs Z=110 lbs
Allowable Design Value (ZCD):Z'=175 lbs/anchor
Solid members w/ & w/out gap:
a.With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012, TR12)
Nominal diameter:D:0.190 in Gap:g:0.0000 in
Root diameter:Dr:0.152 in Moment arm:0.0000 in
Minimum required penetration:p:1.140 in Screw bending yield strength:Fyb =80,000 psi
Side member:Douglas Fir-Larch (G=0.50)Main member:Steel strap/clip
Side member thickness:ts =1.000 in Main member thickness:tm =0.048 in
Side member dowel bearing strength:Fes =4,650 psi Main member dowel bearing strength:Fem =61,850 psi
Side member dowel bearing length:ls =1.000 in Main member dowel bearing length:lm =1.140 in
qm =11752 lbs/in qs =884 lbs/in A:0.0003 A:0.00059 A:0.00033 A:0.0006
P =13397 lbs P =884 lbs B:1.07 B:0.57 B:0.5 B:0.000
KD =2.400 KD =2.400 C:-4038.9 C:-3864.9 C:-267.7 C:-93.6
Zm=5582 lbs Zs=368 lbs P =2287 lbs Ms =46.8 in-lbs Mm =46.8 in-lbs
KD =2.400 P =2126 lbs P =420 lbs P =392 lbs
Min. Design value:Z=163 lbs Z=953 lbs KD =2.400 KD =2.400 KD =2.400
Duration Factor:CD =1.6 Z=886 lbs Z=175 lbs Z=163 lbs
Allowable Design Value (ZCD):Z'=262 lbs/anchor
Fastener type:1/4" ITW Tapcon N.O.A. 16-1222.06
Substrate:Hollow block Minimum embedment:1.25 in
Edge distance:4.00 in Tabulated shear design value:Z =202 lbs
Edge distance:2.00 in Tabulated shear design value:Z =161 lbs
Actual edge distance:2.50 in Reduction factor:0.85
Spacing:4.00 in Tabulated shear design value:Z =202 lbs
Spacing:2.00 in Tabulated shear design value:Z =164 lbs
Actual spacing:3.00 in Reduction factor:0.91
Allowable Design Value (ZfAN):Z''=155 lbs/anchor
Minimum anchor capacity:155 lbs/anchor
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
36.38 Design pressure:85.0 psf
79.25
A1 2.3 195 N/A N/A 155 2 98 OK
A2 7.7 656 6.00 18.00 155 5 131 OK
Max.
O.C.
(in)
Anchor
ResultCap.
(lbs)Qty Load
(lbs)
Zone Area
(ft2)
Load
(lbs)
Ind.
(in)
Mode Im Mode Is Mode II Mode IIIm Mode IIIs Mode IV
05/01/2017
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to
the product described herein. These calculations comply with requirements of the Florida Building Code.
Mode Im Mode Is Mode II Mode IIIm Mode IIIs Mode IV
A2A2
A1
A1
1 of 2
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd.Manufacturer:Masonite
Lewisville, NC 27023 Report #:514010
434-688-0609 Date:
rllomas@lrlomaspe.com
05/01/2017
Anchor Locations:
Installation instructions:
1.
2.
3.
4.
5.
6.
FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2''
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
ALL FASTENERS TO BE CORROSION RESISTANT.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
13.45
MAX. O.C.
6.00
6.00
79.25
36.38
6.00 TYP.6.00 TYP.
18.19
2 of 2
Luis R. Lomas P.E.
FL No.: 62514
5/2/2017